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ISSUES INVOLVED IN UNITED STATES BEACH PRESERVATION AND PROTECTION PROGRAMSMITCHELL JK.1975; SHORE AND BEACH; U.S.A.; DA. 1975; VOL. 43; NO 1; PP. 27-29; BIBL. 12REF.Article

PERCEPTIONS OF COASTAL EROSION OF THE ATLANTIC SHORE.MITCHELL JK.1971; IN: 2ND COASTAL SHALLOW WATER RES. CONF. BATON ROUGE, LA; NEWARK, DEL.; LOS ANGELES, CALIF., 1971. ABSTR..; 1971Miscellaneous

ISSUES INVOLVED IN UNITED STATES BEACH PRESERVATION AND PROTECTION PROGRAMS.MITCHELL JK.1975; SHORE AND BEACH; U.S.A.; 1975, VOL. 43, NUM. 0001, P. 27 A 29Serial Issue

COMMUNITY RESPONSE TO COASTAL EROSION: INDIVIDUAL AND COLLECTIVE ADJUSTMENTS TO HAZARD ON THE ATLANTIC SHORE.MITCHELL JK.1974; UNIV. CHICAGO, DEPT GEOGR., RES. PAPER; USA; 1974, NUM. 0156, P. 1 A 221Serial Issue

MAN-ENVIRONMENT RESEARCH PREFERENCES AMONG GEOGRAPHERS.MITCHELL JK.1975; J. GEOGR.; U.S.A.; 1975, VOL. 74, NUM. 0009, P. 525 A 530Serial Issue

A SELECTED BIBLIOGRAPHY OF COASTAL EROSION, PROTECTION AND RELATED HUMAN ACTIVITY IN NORTH AMERICA AND THE BRITISH ISLES.MITCHELL JK.1968; NAT. HAZARD RES. WORK. PAP.; 1968, NUM. 0004, P. 1 A 66Miscellaneous

THE PITFALLS AND TEMPTATIONS OF AERIAL MAPPINGMITCHELL JK.1981; PHOTOGRAMM. ENG. REMOTE SENSING; ISSN 0099-1112; USA; DA. 1981; VOL. 47; NO 1; PP. 59-61Article

MECHANISMS OF SOIL EXPANSION.MITCHELL JK.1976; GEOL. SOC. AMER., ABSTR. PROGRAMS; U.S.A.; DA. 1976; VOL. 8; NO 6; PP. 1014Conference Paper

WATER QUALITY AND AQUITARD PERMEABILITY.HARTCASTLER JH; MITCHELL JK.1976; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 2; PP. 205-220; BIBL. 15 REF.; 8 ILL.Article

ELECTROMAGNETIC FORCES AND SOIL STRENGTH. = FORCES ELECTROMAGNETIQUES ET RESISTANCE DU SOLMOORE CA; MITCHELL JK.1974; GEOTECHNIQUE; G.B.; DA. 1974; VOL. 24; NO 4; PP. 627-640; ABS. FR.; BIBL. 26 REF.Article

FABRIC-PROPERTY RELATIONSHIPS IN FINE GRANULAR MATERIALS.MAHMOOD A; MITCHELL JK.1974; CLAYS CLAY MINER.; GBR; 1974, VOL. 22, NUM. 0005-0006, P. 397 A 408Serial Issue

GENERAL STRESS-STRAIN-TIME FUNCTION FOR SOILS.SINGH A; MITCHELL JK.1968; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1968(1), VOL. 94, P. 21 A 46Miscellaneous

AN ACOUSTIC CONE PENETROMETER FOR SITE INVESTIGATIONS = UN PENETROMETRE A CONE ACOUSTIQUE POUR LES ETUDES DE SITETRINGALE PT; MITCHELL JK.1982; PENETRATION TESTING. ESOPT 2. EUROPEAN SYMPOSIUM ON PENETRATION TESTING. 2/1982-05-24/AMSTERDAM; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 909-914; BIBL. 5 REF.; ILL.Conference Paper

ELECTROLYTE CONCENTRATION-PERMEABILITY RELATIONSHIPS IN SODIUM ILLITE-SILT MIXTURES.HARDCASTLE JH; MITCHELL JK.1974; CLAYS CLAY MINER.; GBR; 1974, VOL. 22, NUM. 0002, P. 143 A 154Serial Issue

ELECTRICAL DISPERSION IN RELATION TO SOIL STRUCTURE. DISCUSSION.MITCHELL JK; KANDIAH ARULANANDAN.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(11), VOL. 95, NUM. 0006Miscellaneous

ASSESSMENT OF QUICKLIME PILE BEHAVIOUR = EVALUATION DU COMPORTEMENT D'UN PIEU DE CHAUX VIVEHOLEYMAN A; MITCHELL JK.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; PP. 897-902; BIBL. 7 REF.; ILL.Conference Paper

TIME-DEPENDANT DEFORMATION BEHAVIOR OF CLAY = DEFORMATION DE L'ARGILE EN FONCTION DU TEMPSKAVAZANJIAN E; MITCHELL JK.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1980; VOL. 106; NO 6; PP. 611-630; BIBL. 23 REF.; 20 ILL.Article

GENERAL STRESS-STRAIN-TIME FUNCTION FOR SOILS- DISCUSSIONSINGH A; MITCHELL JK.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(11), VOL. 95, NUM. 0006, P. 1526 A 1527Miscellaneous

BOULDER TRACKS AND NATURE OF LUNAR SOILHOVLAND HJ; MITCHELL JK.1973; MOON; NETHERL.; DA. 1973; VOL. 6; NO 1-2; PP. 164-175; BIBL. 14REF.Serial Issue

CAUSES OF CLAY SENSITIVITY.MITCHELL JK; HOUSTON WN.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(5), VOL. 95, P. 845 A 871Miscellaneous

PROPERTY INTERRELATIONSHIPS IN SENSITIVE CLAYS.HOUSTON WN; MITCHELL JK.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(7), VOL. 95, NUM. 0004, P. 1037 A 1062Miscellaneous

SOIL CREEP AS A RATE PROCESS.MITCHELL JK; CAMPANELLA RG.1968; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1968(1), VOL. 94, P. 231 A 253Miscellaneous

SOME CHARACTERISTICS OF THE ELASTIC AND PLASTIC DEFORMATION OF CLAY ON INITIAL LOADING.MITCHELL JK; MCCONNELL JR.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS.; 1965, VOL. 1, P. 313 A 317Miscellaneous

STATIC PENETRATION RESISTANCE OF COHESIONLESS SOILS = RESISTANCE A LA PENETRATION STATIQUE DES SOLS SANS COHESIONDURGUNOGLU HT; MITCHELL JK.sdIN: AM. SOC. CIV. ENG. ANNU. NATL. ENVIRON. ENG. MEET.; HOUSTON, TEX.; 1972; S.L.; AM. SOC. CIV. ENG.; DA. S.D.; VOL. 1835; PP. 1-30; BIBL. 1 P. 1/2Conference Paper

IN SITU VOLUME-CHANGE PROPERTIES BY ELECTRO-OSMOSIS: THEORY = PROPRIETES DES CHANGEMENTS DE VOLUME PAR ELECTROOSMOSE DANS DES ESSAIS EN PLACE: THEORIEBANERJEE S; MITCHELL JK.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1980; VOL. 106; NO 4; PP. 347-365; BIBL. 24 REF.; 10 ILL.Article

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